Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 171
... properties lepending on the position or direction in which are taken . The UOE pipe meets the strength r X52 and has only small anisotropy . This pipe in terms of Charpy impact energy and BDWTT nd can withstand applications at -40 ° C ...
... properties lepending on the position or direction in which are taken . The UOE pipe meets the strength r X52 and has only small anisotropy . This pipe in terms of Charpy impact energy and BDWTT nd can withstand applications at -40 ° C ...
Page 181
... properties meets the each of the X - 8 and X - 100 API requirements . As a result of the low carbon content , the yield ratio in Table 4 is comparatively high , but is considered to be inevita to obtain the properties of both low P ...
... properties meets the each of the X - 8 and X - 100 API requirements . As a result of the low carbon content , the yield ratio in Table 4 is comparatively high , but is considered to be inevita to obtain the properties of both low P ...
Page 238
... properties of steel plates used 0.12 0.030 0.074 0.052 0.30 1.94 0.013 0.004 0.01 0.22 0.15 0.10 0.053 0.096 DZ Table 8 Records of welding condition for efficiency test. MENTS AND RESULTS odes Tested he basic properties of the tested ...
... properties of steel plates used 0.12 0.030 0.074 0.052 0.30 1.94 0.013 0.004 0.01 0.22 0.15 0.10 0.053 0.096 DZ Table 8 Records of welding condition for efficiency test. MENTS AND RESULTS odes Tested he basic properties of the tested ...
Contents
Model Tests | 3 |
B Bryndum V Jacobsen and D T Tsahalis 9 | 21 |
Scour Under Pipelines | 33 |
Copyright | |
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acoustic velocity analysis Arctic Engineering axial behaviour bending bottom boundary layer buckling cable calculated clamp Cobia compression corrosion crack cylinder deflection deformation developed dew point diameter drag drag coefficient effect elastic equation experimental field Figure finite element flow force coefficients free span frequency friction friction welding function hoop stress horizontal Hydraulic hydrodynamic hydrodynamic forces in-line installation irregular waves length lift coefficient lift force liquid load maximum measured mechanical method monitoring movement nodal analysis operating parameters phase pipe displacement pipe material pipeline predicted pressure procedure ratio response riser roughness SCADA scour sea bed sea floor seabed shown simulated slug soil steady current steel storm strain strain gauges stress structural submarine pipelines surface Technology temperature tion Turning Bands underwater values variation vertical vortex shedding water depth welding zone